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. 2022 Jul 25;18(9):1094–1098. doi: 10.1038/s41567-022-01662-4

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Extended Data Fig. 9 — a, Shear strength τ_p of the simulated weak layers as a function of slope angle ψ (black dots), fitted value (black line) and static shear stress τ_g (dashed red line). b, Relationship between relative collapse height and hardening coefficient.